HMA Pavement Performance and Durability

It has long been argued that at densities higher than approximately 92 percent (air void contents lower than 8 percent), a hotmix asphalt mixture is impermeable to water. However, as densities become lower (air void contents higher) than this, small decreases in the density can yield exponential increases in permeability. The objectives of this study were to better understand the increases in hot-mix asphalt pavement performance and durability that can be gained by increasing the initial pavement density and to better quantify the inter-relationship among pavement density, permeability, and moisture-induced damage. The long-term performance and durability of four hot-mix asphalt mixtures at four different air void contents were evaluated with the dynamic modulus and beam fatigue apparatus. The mixtures differed in both aggregate size and gradation. In order to evaluate durability effects, performance tests were performed on unconditioned, moisture conditioned and ovenaged samples. The results indicate that density (air void content) is a significant factor in the performance and durability of hotmix asphalt mixtures. Its effects vary with aggregate size and gradation, but increases in mixture density (reductions in air voids content) produce improvements in the dynamic modulus (reduction of rutting potential) and fatigue life of a mixture. Further, the fatigue life appears to be less sensitive to density (air voids content) than to moisture damage.

[1]  J F McLaughlin,et al.  PERMEABILITY, VOID CONTENT, AND DURABILITY OF BITUMINOUS CONCRETE , 1955 .

[2]  Maupin INVESTIGATION OF TEST METHODS, PAVEMENTS, AND LABORATORY DESIGN RELATED TO ASPHALT PERMEABILITY , 2000 .

[3]  Yang H. Huang,et al.  Pavement Analysis and Design , 1997 .

[4]  Joe W Button,et al.  EFFECTS OF SUPERPAVE RESTRICTED ZONE ON PERMANENT DEFORMATION , 2001 .

[5]  Richard Izzo,et al.  Use of the Hamburg Wheel-Tracking Device for Evaluating Moisture Susceptibility of Hot-Mix Asphalt , 1999 .

[7]  Bouzid Choubane,et al.  INVESTIGATION OF WATER PERMEABILITY OF COARSE GRADED SUPERPAVE PAVEMENTS , 1998 .

[8]  E R Brown,et al.  A STUDY OF IN-PLACE RUTTING OF ASPHALT PAVEMENTS , 1989 .

[9]  John E. Haddock,et al.  Effect of Gradation on Asphalt Mixture Performance , 1999 .

[10]  B. Prowell,et al.  Comparison of Laboratory Wheel-Tracking Test Results with Wes Track Performance , 1999 .

[11]  Rajib B. Mallick,et al.  EVALUATION OF PERMEABILITY OF SUPERPAVE MIXES IN MAINE , 1999 .

[12]  Musharraf Zaman,et al.  A Laboratory and Statistical Evaluation of Factors Affecting Rutting , 2003 .

[13]  B D Prowell,et al.  ISSUES PERTAINING TO THE PERMEABILITY CHARACTERISTICS OF COARSE-GRADED SUPERPAVE MIXES , 2002 .

[14]  G H Heiman,et al.  EFFECT OF ASPHALT CONCRETE PARAMETERS ON RUTTING PERFORMANCE: A FIELD INVESTIGATION (WITH DISCUSSION) , 1986 .

[15]  E Ray Brown DENSITY OF ASPHALT CONCRETE - HOW MUCH IS NEEDED? , 1990 .

[16]  Brian D. Prowell,et al.  Evaluation of Measurement Techniques for Asphalt Pavement Density and Permeability , 2002 .

[17]  John T Harvey,et al.  FATIGUE PERFORMANCE OF ASPHALT CONCRETE MIXES AND ITS RELATIONSHIP TO ASPHALT CONCRETE PAVEMENT PERFORMANCE IN CALIFORNIA , 1995 .

[18]  P S Kandhal,et al.  MOISTURE SUSCEPTIBILITY OF HMA MIXES: IDENTIFICATION OF PROBLEM AND RECOMMENDED SOLUTIONS , 1992 .

[19]  James Mahoney,et al.  COMPARISON OF AASHTO MOISTURE SENSITIVITY TEST (T-283) WITH CONNECTICUT DEPARTMENT OF TRANSPORTATION MODIFIED TEST METHOD , 1999 .

[20]  L. Allen Cooley PERMEABILITY OF SUPERPAVE MIXTURES: EVALUATION OF FIELD PERMEAMETERS , 1999 .

[21]  Bouzid Choubane,et al.  Effects of Water Saturation Level on Resistance of Compacted Hot-Mix Asphalt Samples to Moisture-Induced Damage , 2000 .

[22]  Mihai O. Marasteanu,et al.  DYNAMIC AND RESILIENT MODULUS OF MN/DOT ASPHALT MIXTURES , 2003 .

[23]  Thomas D. White,et al.  CONDITIONS FOR STRIPPING USING ACCELERATED TESTING , 1999 .

[24]  F L Roberts,et al.  Stripping in HMA Mixtures: State-of-the-Art and Critical Review of Test Methods , 1988 .

[25]  Matthew W Witczak,et al.  Use of Stiffness of Hot-Mix Asphalt as a Simple Performance Test , 2002 .

[26]  Craig H. Benson,et al.  Hydraulic Conductivity (Permeability) of Laboratory-Compacted Asphalt Mixtures , 2001 .

[27]  F. Zhou,et al.  Discussion: Three Stages of Permanent Deformation Curve and Rutting Model , 2002 .

[28]  Rui Barros,et al.  Effect of Aggregate Gradation on Fatigue Life of Asphalt Concrete Mixes , 1998 .

[29]  S B Hudson,et al.  RELATIONSHIP OF AGGREGATE VOIDAGE TO GRADATION , 1965 .

[30]  Saeed Maghsoodloo,et al.  Round-Robin Study for Field Permeability Test , 2002 .